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QUESTION 5 A particular storm sewer in the GTA has been noted to have flows which decline exponentially after maximum flows h
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Let a= Ae-bt be the model. Given at t=0 ca 1.35 A é o = 1.35 1-35 * A 4 Also at 0.4995 t = 6 @ 37% X1.35 - 6Ь 0.4995 1.35 csbe N --/ 0.1657 HA 0.49gs 1.35 .o. 1657t 1.35 e é. alt) - a (24) -0.16 5 7 X 24 1.35 e D.03 CS Scanned with CamScanner

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